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BASE ISOLATION REPAIR METHOD AND BASE ISOLATION STRUCTURE
PROBLEM TO BE SOLVED: To improve the work efficiency of a base isolation repair in which a base isolation device is installed at a lower end part of a reinforced concrete column.SOLUTION: A base isolation structure 10 includes a steel pipe 50 provided around the lower end part 32 of a reinforced concrete column 30, a steel beam 70 joined to the steel pipe 50, a base isolation device 38 for supporting the steel pipe 50, a filler J filling a gap between the lower end part 32 of the reinforced concrete column 30 and the steel pipe 50, a recessed portion 34 formed in the outer peripheral portion 32B of the lower end part 32 of the reinforced concrete column 30, and a projecting portion 54 provided on the inner wall 50B of the steel pipe 50.SELECTED DRAWING: Figure 1
【課題】鉄筋コンクリート柱の下端部に免震装置を設置する免震改修の作業効率を向上させる。【解決手段】免震構造物10は、鉄筋コンクリート柱30に下端部32の周囲に設けられた鋼管50と、鋼管50に接合された鉄骨梁70と、鋼管50を支持する免震装置38と、鉄筋コンクリート柱30の下端部32と鋼管50との隙間に充填された充填材Jと、鉄筋コンクリート柱30の下端部32の外周部32Bに形成された凹部34と、鋼管50の内壁50Bに設けられた凸部54と、を備えている。【選択図】図1
BASE ISOLATION REPAIR METHOD AND BASE ISOLATION STRUCTURE
PROBLEM TO BE SOLVED: To improve the work efficiency of a base isolation repair in which a base isolation device is installed at a lower end part of a reinforced concrete column.SOLUTION: A base isolation structure 10 includes a steel pipe 50 provided around the lower end part 32 of a reinforced concrete column 30, a steel beam 70 joined to the steel pipe 50, a base isolation device 38 for supporting the steel pipe 50, a filler J filling a gap between the lower end part 32 of the reinforced concrete column 30 and the steel pipe 50, a recessed portion 34 formed in the outer peripheral portion 32B of the lower end part 32 of the reinforced concrete column 30, and a projecting portion 54 provided on the inner wall 50B of the steel pipe 50.SELECTED DRAWING: Figure 1
【課題】鉄筋コンクリート柱の下端部に免震装置を設置する免震改修の作業効率を向上させる。【解決手段】免震構造物10は、鉄筋コンクリート柱30に下端部32の周囲に設けられた鋼管50と、鋼管50に接合された鉄骨梁70と、鋼管50を支持する免震装置38と、鉄筋コンクリート柱30の下端部32と鋼管50との隙間に充填された充填材Jと、鉄筋コンクリート柱30の下端部32の外周部32Bに形成された凹部34と、鋼管50の内壁50Bに設けられた凸部54と、を備えている。【選択図】図1
BASE ISOLATION REPAIR METHOD AND BASE ISOLATION STRUCTURE
免震改修工法及び免震構造
TAKAYAMA HIDETOSHI (author) / NOZAWA HIROKAZU (author) / OHORI FUTOSHI (author)
2018-10-04
Patent
Electronic Resource
Japanese
European Patent Office | 2017
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